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TERRAFORMA
DESIGN GROUP, INC.
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE
® 5027 51st Avenue SW Seattle WA 98136
41® phone 206.923.0590
1101 webMle www.twoformadN!gngroup.com
EXISTING GRAINFIELD TO BE
DECOMMISSIONED DURING PHASE 2.
CONTRACTOR TO OBTAIN SEPARATE PERMIT
FROM KING COUNTY HEALTH DEPT.
� �gP
OVERALL SEWER PLAN
3/16/11
NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
1
GOVERNING AGENCIES
SEWER
CITY OF RENTON
1055 S. GRADY WAY
RENTON, WA 98057
CONTACT: ARNETA HENNINGER
PHONE: (425) 430 -7298
SHEET INDEX - SEWER
C6.1 SEWER COVER SHEET
C6.2 SEWER PLAN
C6.3 SEWER PROFILES
C6.4 STANDARD SEWER DETAILS
3.//..,(
TDGJOB#
10006
sH PAD
snlE
," = 50'
�mncu: ruw 1e
XOAQCMN: 14D 19BJ/1881
IATUM
1
vs �- CITY OF
� RENTON
Plan nin Buildin Public Works Dept.
9/ 9/ P'
aESlcxEo-.
PAD
1
REVISED PER CITY
COMMENTS
PAD
3 16 11
PAD
DRNNN: PAD
�_ Ixa,
PERMIT SUBMITTAL
PAD
1 2511
PAD
CHECKED:
PAD
_o_xE �
F u�..,. 1
IF NOT ONE eKH
scae IDmHaxar
NO.
REVISION
BY
DATE
APPR
"P —:
VICINITY MAP
SCALE: N.T.S.
PROJECT TEAM
CIVIL ENGINEER
TERRAFORMA DESIGN GROUP, INC.
5027 51ST AVENUE SW
SEATTLE, WA 98136
CONTACT: PEDRO DEGUZMAN, PE
PHONE: (206) 923 -0590
EMAIL: pedro®nwlink.com
APPLICANT / OWNER / DEVELOPER
ISSAQUAH SCHOOL DISTRICT
565 NW HOLLY STREET
ISSAQUAH, WA 98027
CONTACT: STEVE CRAWFORD, (425) 837 -7041
CONTACT: MIKE ARCHER, (425) 837 -7040
SEWER CONSTRUCTION GENERAL NOTES
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF
THE W'SDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED
BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A
SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY
SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN
PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE — CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG
ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS
ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT
DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND
SIGNED BY A UCENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
12, DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM
1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN
DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS
ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF
ON —SITE EROSION AFTER THE COMPLETION OF CONSTRUCIION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CITY OF RENTON PLANNING /BUILDING / PUBUC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD
PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS
PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE VWLL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6
INCHES ABOVE AND BELOW THE PIPE,
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE
APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM
12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2 "DIAMETER
CONCRETE RING POURED AT GRADE, IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
BRIARWOOD ELEMENTARY SCHOOL
for
ISSAQUAH SCHOOL DISTRICT
17020 SE 134th Street, Renton, WA 98059
SEWER COVER SHEET
1/25/11
PIBL
C6.1
z
O
I lilt
NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M. , KING COUNTY, WA
x I/ AL-=_Z A/
�A ......
I 496
@
Jill
4-
@
1P EMOVE DLRING
49 HASE
494 REMOVE IDL 9
(PHASE 2)
492
BRIARWOOD ELEMENTARY
I NIP, UL 505.16 -_494
LL 490.00 1
. .... . ........ 1�W
L'
M..... .... .
+1
NOTE: +
SIDESEWER BENDS SHALL BE
CONSTRUCTED AS A WYE +
45-DEG BEND OR 2- 45-DEG
RIM- 488.5D
BENDS. NO 90-DEG BENDS/
IE= 48110 - - - - - - - - - - - -
TEE CONNECTIONS
1 ','H---- - - - - --
Irj SSCO 05 L - - - - - -
RIM- .45
IE=
481.75
IJ
18! .. 6" PVC,
<
1, SDR35 0 ZO%
I III A e VENT TO BLDG, SDR35 020% MIN.
I
L SSCO 0 GREASE GRAPHICS ALE i
HIM- 1489.15 INTERCEPTOR .0 1
SPRI A141HOLE
IE= 483.90 PER DIL 1 i06-3 SSCO #4
RIM= 486.45 ST N 2 +40 0 IE(Illl)=481.65 IE- 46145 rdMj_ _.1
481.50 IE= 479.60 (8-S)
91 IN FEET ) i -------------
SSEWMER CB (TY.1)
AT TRASH / RECYCLE RIM- 'In 489.92 J
M
AREA W/ FE= .68
DOWNTURNED ELBOW i
HIM- 486.30 -------- I
. .. ........
SSOO #D IE- 41MLSO (4E) —1 ... D --- -- -
;V� S61135
PVC, SDR35 RN= 4M.70
07.0%
100' 6'
9 IV - 6• 0 ZOX MIN
PVC, SDR35 7
1112.0% MEN.
Z
L-------------
RIM A
y
IE= 481.90
m 1 PRIVATE SEWER NAIX� CNII� E � i> �: i s i � i
rn I0,
IOV -
PVC, SDR35 A40, zbf(
m 0 zOx
STA 1+11
PROPOSED B• SEWER I, It
MAIN. DESIGN BY ESIA
__;0�0_jm �18,
CONSULTING ENGINEERS. S.
SDR35 497
RIM= 488.50
IE= 479.90 43 494
6- _1�
'ry--------- ------
468 487
6 - - -
STUB
474
4
IFY PRIOR
DONE ks
47 T .. .... W_ W_ ws-
�,__W- w-
w _w
M.M i�iin!02IT% A_
- - - ---------
701+00 702 +00 —703+00
704+00 705+4qjjji 706+00 707+00 708+00
867a'20-W (W.)
H #1' S' NNIW20-w 3n.62, (lxNw)
S —WAAIN S7 -3577) A
S —S S
S—S S r SEWER MAIN (S
-------------
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----- ---- ------------ — -------- 1- ------- -------------------------------
pia STA 704+20.0
D NE*MMH ps
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OW Ow ... ttM .1 eraM It
--- Lim
RIM = 484.9'( DESIGN BY ESM
DESIGN BY ESM) PROPOSED 8' SEW M01111.
IE= 477.01 (9-11,E) CGINSUOING ENGINEERS.
SE 134TH STREET
RmA p, D 3/16/11 IE= 476.91 (WIE)
of . su�. PAD NO mne sic S =359602 DESIGN GROUP, INC CL V 1" 30' ALL ME CITY OF BRIARWOOD ELEMENTARY SCHOOL 1/25/11
0 3 DEPIDNED: PAD for qEUXNOOlO
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE DR0MWIz RENTON ISSAQUAH SCHOOL DISTRICT PME
5027 51st Avenue SW Seattle WA 98136 1 REVISED PER CITY COMMENTS PAD PAD EAD OflMAMNG W. urcX
phone 206.923.0590 TOG JOB# — PERMIT SUBMITTAL PAD 1/25/11 PAD cmmm. PZ Plan ning/Building/Public Works Dept. 17020 SE 134th Street, Renton, WA 98059 C6.2
webefte www.teraformadesigngroup.com F NOT ONE NCNI
10006 NO. REVISION BY DATE APPR 0flROvEI,- SCI llCCORDINGLY
SEWER PLAN
ob SHEE� Ol'. 4 :!5-3.5,�60,p�
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TERRAFORMA
DESIGN GROUP, INC.
CML ENGINEERING & LANDSCAPE ARCHITECTURE
5027 51st Avenue SW Seattle WA 98136
Phone 206.9210590
® webeRe www.teuaformadesigngroup.com
NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
VENT, SEE PLAN FOR
SIZES & CONTINUATION
495
490
485
Ff.IfI
475
470
1 GREASE INTERCEPTOR
C6.3 SCALE: N.T.S.
S=359603
3/16/11
PAD ocswxan: PAD s eaazornw ,aea�ec, ;a: CITY OF
° =30'
3.16.7/ aaxm: RENTON
1 REVISED PER CITY COMMENTS PAD 3 16 11 PAD PAD II ors uucn J DATUM
TDG J08# - PERMIT SUBMITTAL PAD 1 2511 PAD cmm. PAD wm OE Planning /Building /Public Works Dept.
10006 NO. REVISION BY DATE APPR "PPea*"' �' RDI""v
495
490
485
480
475
470
0
TO CITY STANDARDS
BRIARWOOD ELEMENTARY SCHOOL
for
ISSAQUAH SCHOOL DISTRICT
17020 SE 134th Street, Renton, WA 98059
SEWER PROFILE
5- 35940.3
1/25/11
SIMILAR TO DE "AIL 3 /103:8
LOCKING & GAS TIGHT MANHOLE B" INSPECTION
Ij'
TEEk
,� PROVIDE CLEAAOUT BOX
FRAME &. COVER, MIN, 24 °0 LD., PVC 'YPE. PIPE
SLOT BOTH SIDES &��
ADJUST TO GRADE (TYP 3) I 1 PVyc,,T)
1
BOTTOM OF VAULT
t
TOP OF MANHOLE DOVER.
FLUSH W/ ADJACENT FLEXIBLE J)
i
J GRADE (1'F'. 3) CONNECTOR
., -CLEAR ACCESS OPENING 1}
i (TYP)
f
1
fI. E �..........
. ;
STRAfGHT TEE
_.___.__
J m
^ , -
NON- SHRINK
1` I
GROUT (1YP)I
�� 1 LEVEL ... ... "IM= 486. 5
��
1: 1
( LEVEL {{_,
°.
I
T
o L6' MIN.
t.
3000 GALLON GREASE
""� INTERCEPTOR. PRECAST
INLET I.
I GuTLET m „
1a
4 12' MIN (TYP } --
,.
N
CONCRETE TANK
PRECAS
PRECA � ._._
_'
_ MIN.
1L I
L_____'._____LL____�
1
IE(61N) =481.E
IE(6 "OUT)=48150
TL
1
4' MIN
��
MIN.. 12" COMPACTED
2/3 LtNGTH
1/3 LENGTH
' "I PEA GRAVEL BENEATH
FILM
NOTES,
- -1.
INTERCEPTOR & MANHOLES SHALL BE RATED FOR H2O LOADING. .,SECTION
2.
SEAL ALL PIPE PENETRATIONS W/ NON- SHRINK GROUT OR CAULKING. VAULT SHALL BE
WATERPROOFED -W /.COAL TAR 'COATING OR EPDXY, OR UTILITY DEPT APPROVED EQUAL.
'3
FIXTURES :SERVED; ONE 3 COMPARTMENT SINK, ONE DISHWASHER; 3 FLOOR RECEPTORS..
4.
INTERCEPTOR SERVED: PER APPENDIX H OF UNIFORM PLUMBING CODE
:INTERCEPTOR
NO OF MEALS WASTE RETENTION STORAGE SIZE
PER PEAK HOUR X Fi OW RATE. X TIME X FACTOR - (LIQ. CAP)
200 X m 6 - X. 2.5 X. 1 - `3000 GALLONS
5.
$ELECTED INTERCEPTOR:. MINIMUM '3000 GALLON CAPACITY; UTILITY VAULT CO. MODEL 612 -GA.
-
(NOMINAL. 3000 GALLONS)
6.
CONTRACTOR SHALL VERIFY INVERT ELEVATIONS 'PRIOR TO BEGINNING WORK.
7
MANHOLES" & CLEANOUTS SHALL HAVE WATERTIGHT LOCKING LIDS & CONCRETE COLLARS
B.
DIMENSIONS SHOWN ARE APPROXIMATE; AND MAY VARY DEPENDING ON MANUFACTURER
9.
CONTRACTOR RESPONSIBLE TO VERIFY PIPING INVERTS AND ELEVATIONS OF GREASE
INTERCEPTOR TO ALLOW PROPER OPERATION.
10.CONTRACTOR
SHALL OBTAN INSTALLATION REQUIREMENTS FROM AHJ AND MEET ALL OF THEIR
REQUIREMENTS.
495
490
485
Ff.IfI
475
470
1 GREASE INTERCEPTOR
C6.3 SCALE: N.T.S.
S=359603
3/16/11
PAD ocswxan: PAD s eaazornw ,aea�ec, ;a: CITY OF
° =30'
3.16.7/ aaxm: RENTON
1 REVISED PER CITY COMMENTS PAD 3 16 11 PAD PAD II ors uucn J DATUM
TDG J08# - PERMIT SUBMITTAL PAD 1 2511 PAD cmm. PAD wm OE Planning /Building /Public Works Dept.
10006 NO. REVISION BY DATE APPR "PPea*"' �' RDI""v
495
490
485
480
475
470
0
TO CITY STANDARDS
BRIARWOOD ELEMENTARY SCHOOL
for
ISSAQUAH SCHOOL DISTRICT
17020 SE 134th Street, Renton, WA 98059
SEWER PROFILE
5- 35940.3
1/25/11
Z
U
W
O
K
a.
7'
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD.. PLAN 401
ADJUSTMENT RINGS (2" IAN,)
SEE NOTE 6
MORTAR JOINT(S) (318" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE: INC
OR APPROVED EQUAL
LADDER-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E"
CONCRETE. SHM F
PRECAST BASE SECTION
OR LAST IN SHELF.
NOTES;
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE :SECTIONS ARE INSTALLED.
3, CASTING SHALL BE PER STD. PLAN 401.
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE,
5 ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GRNTIM
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR QLNlIt BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND, TRIP USE OF SHIMS IS PROHIRIVII,
7. SANITARY SERER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING;
COATED (SEALED) WITH A HIGH SOURS URETHANE- COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE
B. RUBBER GASKETEO JOINTS SHALL BE IN CONFORMANCE WITH ASIA C -443,
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10 CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS. OR
APPROVED EQUAL
it. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE .A MINIMUM DIAMETER OF 60'AND
HAVE :A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED,
PUBLIC WORKS. 8171: PLATT - 400.1
+ + DEPARTMENT STANDARD SANITARY MANHOLE
MARCH 2008
IN tS' -E `O E 4) 1,r LIMITS OF PIPE ZONE
BEODING MATERIAL FOR
SANITARY SN
'A'
'B'
C'
0
E
48" MH
48"
6' MIN.
5'MIN
24 MIN.
21" I.D.
54" *AH
54
8" MIN.
55 MIN.
24 MIN.
24" I.D.
6O" MH
I 60'
1 8' MIN,
1 6 MIN.
1 42 MIN.
30" I.D.
NOTES;
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE :SECTIONS ARE INSTALLED.
3, CASTING SHALL BE PER STD. PLAN 401.
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE,
5 ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GRNTIM
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR QLNlIt BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND, TRIP USE OF SHIMS IS PROHIRIVII,
7. SANITARY SERER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING;
COATED (SEALED) WITH A HIGH SOURS URETHANE- COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE
B. RUBBER GASKETEO JOINTS SHALL BE IN CONFORMANCE WITH ASIA C -443,
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10 CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS. OR
APPROVED EQUAL
it. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE .A MINIMUM DIAMETER OF 60'AND
HAVE :A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED,
PUBLIC WORKS. 8171: PLATT - 400.1
+ + DEPARTMENT STANDARD SANITARY MANHOLE
MARCH 2008
IN tS' -E `O E 4) 1,r LIMITS OF PIPE ZONE
BEODING MATERIAL FOR
SANITARY SN
r.
r /�•
MAIN
0.50
CONCRETE
f�
%0.6
OF
PIPE
(:SEE NOTE 6)
FOUNDATION
l l
300
m
350
BEDDING FOR, SANITF,RY SEINER PIPE
1v7.Ta",
1, PRO ICE JNT ()Pb, SUPPORT UNDER BARREL
2. HAND 5AHP ULIOER HAUNCHES-
COMPACT BEC.L.0 MATERIAL T TO E.;% MAX.. DENSITY EXCEPT DIRECTLY
lOWR PIPE H4M1C TAKIP If Ll.
4 S':E "EXCAVATION AND PREPARATIO. 0 TRENCH" IN TINE SANITARY
SEVER ZECIRR CF TAE STANDARD 'UPEC.ICA7ENS FOR TRENCH
WDTH i{ AND TRENCHING OPTIONS, THE PIP'S" ZONE E 'kiLL BE THE
ACTUAL TRENCH 160TH, -
.+ 7RENOI BACULL SHAU CCUOPIJ TC iA 1E .INS IN THE SANITARY'
EWER FECDON CF TIE STANCARD S?ECi CF ICI+IS, EXCEPT THAT
ROCKS OR LUMPS LARGER PHAJ t PER FOGY OF .PIPE DIAMETER
SHALL MET BE USM IN 'H a s,FI.L MATERIAL
T
a E .ANIr I A RIAL.
_ RE "GRAVEL BRCK4I FLIP, DRAINS" AS
S AE IN SI AGGREGATES tECTN 7 TH STANDARD
s =cIRCA Dus
7. PIPE MUST BE ANCHORED IT. SOC H A MANNER AS TO ENSURE FLON
LINE IS MAINIAINEO.
PUBLIC WORKS PIPE BEDDING PLAN -406
DEPAWMENT FOR SANITARY SEWERS MARCH tEtlOS
TERRAFORAM
DESIGN GROUP, INC.
:CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE
S=3596044irm 5 027 51st Avenue SW Sephoe WA 96136
ane 206.923.0590
webelle wwwderraformodesiyngrcup.aom
OR
D DRY
PATCHED AREA
PLAN
NTS
2" ASPHALT CLASS THE ENGNEER. BY
�8 r I
CONCRETE
SECTION A -A
NOIES;
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO WE DIAMETER OF THE FRAME PLUS HAD FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER. RINGS OR
CONCRETE st=S PER STD. PLAN 9 I.
REPLACE ALL BUT TOP 0 OF EXCAVATES MATERIAL WIN
CLASS 3000 CONCRETE (3/4). FINISH PAYMENT SURFACE
WIN OF ASPHALT CLASS '8` CR AS .APPROVED BY
THE MAGMffR,
PUBLIC WORKS TYPICAL UTILITY. COVER SAD. FLAN - AIWA
+ .. +. .DEPARTMENT ADJUSTMENT FOR
PAVEMENT OR OVERLAY MARCH 2008
PROPERTY LINE
B" BULDAN SEWER PIPE I BUILDING SEWER
8 "X6 "X` 6" WYE �2 "n. N' STUD MARKING POST PANTED
-TEE WITH 6" SIDE OUTLET '' SURFACE CLEAHO'JT WITH WHITE WTH THE WORD 'SEWER`. STENCILED
CAST IRON RNG A COVER IN V HIGH BLACK LETTERS AND $6 YARE
a(SEE STD. ORW 403:.1) WRAPPED AROUND THE STUO AND
I
�n EXTENDED. TO ME TOP OF THE STUD,
6" SIDE NEWER AND BUILDING SEWER
ACCEPTABLE PROCEDURES FOR SIDE SEVER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
S. CONCRETE MAIN - CORE- DRILLED WIN A RCMAO SADDLE (OR
ARMYGED. EQUAL),
H. PVC. MAIN - CORE - DRILLED WTH A NOMAD SADDLE (CIA APPROVED'
EQUAL) OR CUT IN A NEW FEE USING RNm COUPUNDS
0. DUCTILE IRON MAIN - COPE - DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -. ALL CONNECTTONS TO MANHOLES SNALL OF
AT MANUFACTURED KNOCK -OUTS OR THE
SMUCTURE SHAUL BE CORE - DRILLED
1;3:5 MIX
CONCRETE
BLOCKING
50' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
V SIDE OUTLET TEE
6" MIN.
PIPE. -I
MAIN
0.50
CONCRETE
BLOCKING ANGLE
OF TEE AT
MAIN OVER 25
ELEVATION
200
250
UUN�)LESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
GO"`" %hilN SLOPE
- HORIZONTAL
R MAIN
TYPICAL SIDE SEWER ELEVATION
PUBLIC WORKS. STANDARD SIDE SEWER SM.'PLSN - 406.1:
+ + DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) MARCH 2010
3/16/11
RE. N `Q
COVER & FRAME
PLAN VIEW
fi25m"]
i /4, 'SA!4R
+- [eaammR .C4mrnT
TYP
COVER SECTION VIEW
NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
COVER BOTTOM VIEW
r(d) AL SEC. SA, TI HEAD)
I/S.-H x 15 SS
\ RUBJE. WASHER
EON BOLTING DETAIL
r !n <4 . CSnEtA 1 __ i Imi vmrvl ' lrinln i.
CI
f NEIN'FiME
DIN
j
1
5/0, , ] e3 3/B D A CL BEM I OR Sm�E
E1shImR : c s4Ptla GASKET GROOVE DETAIL
L5ET4mnJ
'+ ,J 34 1 16' OTA .,...�
I867HM) NOT[S:
FRAME SECTION VIEW . ER EAST
JORDAN RON CORKS INC, HIT, 3717,.1 OR EQUAL.
2. USE FRAME AND COVER FOR STORK (SIFCIFY
"GRAIN" ON COVER). SANITARY (SPECIFY
SEWER "), OR WATER (SPEC?FY ..IYATER" ).
8M. IUN - AIM
i94Ri M7�NXOL9 FRAME. AND COVER
E(S7MPARTMENT MARCH 2008
ALL Ow TURNS' SHAD. BE ACNAMPJSNEO
BY MEANS OF A WYE AND AV BEND. 11X5
a6• BEANS SHAU::HOT BE ACCEPTABLE.
e PENN AS REWIRED (NO MORE
THAN AV801DT, EMERY NO 4' CLEANEST WAS MM
CHANCE IN SIR CTION M GRADE I: 45 BEND ANN PLUG.
MLL REWIRE A SURFACE
CUEANOUT Wre
HOUSE I HOUSE I ROME NW8
iiiSSSLLL $,, �.
3- 0 "Mlx.
I. I+ 4" SEWER PIPE
4° SURFACE (ryPlVy)
IX2AN9UT 4" 3. MI IMU SEE NOTES 2
WYc 1E9TiEE MTi AND 3 MINIMUM ONE WE NR
q.EANBUT PLUS FACE VIP OTHER THAN SHOE FAMILY IS W'
.PftOPFATT UNE L WYE WITH P ( ) __PROPERTY UNE
INDUCER
(ttHCAJ
MAN SEWE11 NNE
NOTES;
1. PHA IN hy'WhAl. Of a neltary ..,N dmnea6Pa. A MXA -error
x
V.IF BU601NG SEVER SERVES ANY FINN W IGP NO PpmY hurt be Pule ANNI ham Ue City of Reatme PuW Wa?ka
4EYEt RIMS tCCATEO e0.0w E NEXT UPSTR[AY YANNOtE C04ER CF T E
SEVER SYSTEM. A BAG6LOW PROVENCON. y TyPec of pipe ow fittlhg th t b Lead to *MKM amen SJCN AS CLEAN CHIT ATt92 YALVE Ofl APPRm'ED E4AJN. WALL BE Mca be pprawtl by N Oppriment. of POMI Warn. Mbax ED. beeprcna 9aahwat ae eaceflpd by the HARNbaNrAR MaR W
egad as )NOW,
N6LE ODUPNN9 (tRNCO 9R EWK) A m ten, Borax .t ix 0/a P Hopi)'m t b CE CLEANOW WtM1 4 pipo In Na awn! 2Y 9 d that b bhl Ted. Aa
4, WYE =1h. mual elan a CRy. at RentMa grade rehe. N. bad than
INN aaa eatahan 6" type at o gad. at IA
SUILOINai�NRaN FOR 4 (' a �U hana buumbar N ea the MCI eaxar pamik.. The.
LOW ELEVATION HOUSE n.a[ba asad fir . A, Slk
Y ngonba na nSidevnt ❑ R 4exhan
:b a betha aMrd at e"OMtN {me. a the r and I at v,.
DA a.. Ch per CM epeIh. d ah Mahe the.1 iaa'Go. b the
MAIN TO :PROPERTY LINE SD 9MG D houaa. Oo Tat baAdU iha dike tinrN d VA., f[ eAb by the
PROPERTY NNE ARM TiE.H0U5E_w GUIIO NG DRAIN 1 1:88 a..Fwl dPPad� B be yrcnleE h a Be H lln9.aeP11e
WE SENER BUILDING SEVER : Y -e" idnk Me been MM Paa wt M Red x,A nand.
L�j R03 -0'-
R H,Uaff aloe taxer WIN 2 tJna1B whip. IV hear fa off.0
at the hauee H oalFat m etwll x.
6. If W" .. Mae, 1. not eatable: ' De amar MCI be
ropanabPo. f to PMNA0LEW' W:AUAHAX4 4rawn4 AUDI, AR
NH r Syg,`2 • { � 7,. Wank hAW4 Attract USht -ef-v" MCI be Cane by o Ile"vad ON
yyo gg� .7. All waM1 Chad be ee ,lebad M .4,h y Mel the WuMPOWN
I!R 5.a�-[ � : adoMdal Safety ON Health Act (0111A)
R� r QQ
0.8 2'C fl All a A.C. rea.iti adopwen.I Hha ubiN L -of -w0
P �iS+ Y
a g �NNR y yy A .Cleo aenraw: to tne'.aw[t ap:..AL i.:;w, »awxaeab
vm i m d :'A4uPMepft. ea'" Na R."A StmMafa Uveh".
1M. m tltl IL AIL. WINhB CO MIN AM Met ee. Malt ha'A bedEfia. in
..Pp dance AM aPAOaR1 draxma AGE.
Mk 3
A 10: T..R Mab b ..,a . .'ml Haladnta ape O.. between
et tl ry atde Arxas bet w4M a� et am an m 6 tact
3A I Mtal apWaUaAaMxaM aMtwy amt aerero and tit attw
RkiRdea
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1-800-424-5555
TYPICAL: BUILDING: SEWER BPD. FLIW - 405.8
�
PUBLIC WORKS FROM PROPERTY LINE TO
a1� ' DEPARTMENT BUILDING CONNECTION MARCH 2010
BOxW3EN:PAD Be
YEMMAL ruvD 1
1" = 30' XOR12aMI1 INC iBW 1801
• f ° ®I PAD
1 RENSED PER CITY COMMENTS PAD 3/16/11 PAD °RA""' PAD DATUM
ONE INCH
TDG JOB# PERMIT SUBMITTAL PAD 1/25/11 PAD cxEam: AT OTlu E
I D
PAD r NOT ONE xcx
10006 NO. REVISION BY DATE APPR MNAWEm B"LE"cD"GLY
RECESSED
LIFT POCKET
/ Q l (B 1; N.C. SOCKET HD 2 A.0
SCREW 1 )," LONG JI-
(BaowzE OR ss.)
<_. , Y,, " 'X ZI RAISED PADS )
ni L J
i 6" CONCRETE.
F
CLASS 300p FIBER JOINT
PACKING
WATER TIGHT
14' PLUG
§y-
2. �..
46" (1,18) BEND
1 2"
I W
17"
72 Yq' � p
14' y \ti
J61
CAST IRON RING AND COVER YUP�O PIPE MATERIAL AS SPECIFIED
BY WE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS
NOTM
1, 6" CLEANOU7S SHALL BE EAST JORDAN IRON WORKS. INC.
NO. 3688 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS. POUR A Y '-@' THICK, 2' -0" SQUARE.
CONCRETE, CLASS SEEM, PAD AROUND WE RING AND COVER.
M. PLAN -4051
PUBLIC Woxxs S OR S INCX CLEAN -OIJ.T
a DEPARTMENT MARCH 2006
B .IN. SIAMEMR
PIPE. -I
PIPE
0.50
LENGTH f
0
50
q
W
100
150
200
250
350
300
m
350
400
ASO
400
238
B .IN. SIAMEMR
PIPE. -I
PIPE
0.50
LENGTH Fr
0
150
200
250
300
350
400.
460
500
0
BO
400
238
400
6
476
858
832
$80
680
140
420
456
380
712
6
618
898
712
]OB
708
280
360
676
820
6
fi
748
744'
736
792.
DEC
024
BOB
8%
660
1292
80
l72
78b
758
746
744
564
644
f2�
&GET
13N
96
768
780
072
764
760
704
784
1012
836
1468
8
800
all
792
784
.775
772
It"
Sea
1028.4
44
1444
0
808
800
7.
788
780
908
884
.1050.
862
6
8
820
808
804
786
788
906
$88
1052
856
8
36
824
816
808
804
796
908
888
10%
860
0
40
832
824
X818
We
804'
TIME
SECONDS
6 IN. DIAMETER
PIPE. -I
LENOW(Fil
a
'n
ed
LENGTH Fr
0
50
IOD
WW
ISO
sd
0
200
250
200
300 -
350
N
400
450
400
e5D
6 IN. DIAMETER
PIPE. -I
LENOW(Fil
d
LENGTH Fi
0..
-
c
BD
too
i 300
ISO
0
200
250
300
N
350
316'
400
e5D
1 856:
632
6 IN. DIAMETER
PIPE. -I
LENOW(Fil
d D
SD
s� 109
15D
20D
0 250,
i 300
35D
400
480
0
6 IN. DIAMETER
PIPE. -I
0
501
1001
150
200
1 250
300
1 3501
400
401
500
0
80
160
236
316'
1 See
476
1 856:
632
680
.680.
-220
300
380
456
6321
712
696
768'
]80
752
744.
.440
520
NO
676
952
6
840
828.
812
804
792.
DEC
740
ffi0
8%
1068
1292
888
668.
Be
840
832
880
860
1028
992
1132
13N
920.
800
888
872
:No
1100
1084
1044
1012
e164
1468
S75
944
US
912
965
888
1132
1092
1068
1028.4
1192
1444
684
GAS
1088
1066
me
1132
1096
1068
.1050.
1208
6
980
966
RAN
936
:924
1132
Pact
1076
1052
1224
8
882'
876
964
952
.940
1132
1104
1000
10%
1236(2
0
1004
986
1152
964
952
TIME
SECONDS
6 IN. DIAMETER
PIPE -
0
50
100
150
1
200
250
300
350.
400
450
500
0
80
IRS
236
316
396
478
1 5561
.632
_450
680
BAD
316
395
476
FSESS
6321
712
832
616
.804
804
792'
632
712
.792
872
952
1192
'
926
908
886
X676
452
1028
1108.
1132
1068
1292
1248
942
972
852
.936
1268
1284
1224
1176
1132
13N
8
1044
1020
1000
984
1360
13001248.
60
1208
e164
1468
4
tOBP
1056
1036
1020
1360
1308
1264
1224
1192
1444
2
1108:
*1,2
1088
1066
1052
1360
1318
1276.
1240
1208
1472
6
113&
1112
1096
10761360
1320
12B4
12525
1224
1499
6
1152
1132
IRS,
fl001360
IWO
1324
1282:
1264
1236(2
1516
1454
1188:
1152
1132
1116
TIME.
BECOMES
' 6 IN.. DIAMETER
Pk'E
01
501
100
150
2W.250
300
350
400
450
500
0
60
236
316
X396
475
558
fi32
680
DEC,
495
S2
732
012
842
9]2
948924
900
684
988
148'
1226
1248
1192
1144
1104.
1072
1044
1020
1484
81.
1408
1344
1292
1248
1208.:1172
1144
1116
1700
32
1464
Me
13N
1318
1280
1248
1216
1192
1700
J1.24
60
1304
1452:
1468
1366
332
4304
1272
1248
1700
"
1532
1484
1444
1408
1376
1344
1316
1292
1700
IR
1552
1512
1472
1440
1405
1380
1352
1328t7C0
1566
1532
1499
1464
1436
1408
1384
1360
IWO
616
1590
1$48
1516
1454
1460.
1432
1404
1388'.
TIME
BECOMES
PROCEDURE'
SLOWLY PRES60RI2E THE POPE TO 4.0 P.Sd.G ALL SEWR PIPE SHALL MEET A MINMOM MR
ALLOW 2 MINUTES FOR STABSIZATiON, ADDING PRESSURE. MET OF 40 P.SI.O. FOR 8 MINUTES
AIR AS REQUIRED TO STABIUU THE PRESSURE WIN NO LOSE OF PRESSORL OF THERE M A LOSS
AT 4.0 P.61A; OF PRESSURE, THEN THE THE OF THE DROP FROM
35 REG.G. TO 26 P.SIG,:SNALL NDT BE LESS:
THAN THE TIME SHOWN ON THE ABOVE TABLES.
PUBLIC. WORKS AIR TEST TABLE .SID. PLAN - 410
+ + 1 LOW PRESSURE)
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
s CITY OF BRIARWOOD ELEMENTARY SCHOOL 1 /25/11
for NEUXXXG
RENTON ISSAQUAH SCHOOL DISTRICT byA
tell
oxawwo xa
Planning /Building /Public Works Dept. 17020 SE 134th Street, Renton, WA 98059 C6.4
SEWER DETAILS Sh. CH
�11hj -357`7604 /